Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Case</td><td class="align_center" colspan="3">Skew angle (°)</td></tr><tr class="thead"><td class="align_center">0</td><td class="align_center">30</td><td class="align_center">45</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Fixed base without pounding</td><td class="align_center">7</td><td class="align_center">7</td><td class="align_center">7</td></tr><tr><td class="align_left">Fixed base with pounding</td><td class="align_center">7</td><td class="align_center">7</td><td class="align_center">7</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

tab3

Table 3

Table 3: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 